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SR0084913_SSNL
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SR0084913_SSNL
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Entry Properties
Last modified
11/19/2024 1:52:08 PM
Creation date
3/10/2022 12:05:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084913
PE
2602
FACILITY_NAME
4082 S HWY 99 E FRONTAGE RD
STREET_NUMBER
4082
Direction
S
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95215
APN
17917256
ENTERED_DATE
2/24/2022 12:00:00 AM
SITE_LOCATION
4082 S HWY 99
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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• May 2021 Conditions letter from the San Joaquin County Environmental Health <br />Department regarding S00013950 and PA -2000174, located at 4082 S. State <br />Route 99 East Frontage. The letter indicates that an "existing water well is <br />located on the property line of APN: 179-172-56 & 179-172-54." The letter <br />requires the project proponent to destroy the well or adjust the property lines. <br />These records have been attached in Appendix 4 of this report. <br />Water Sample <br />There are no active wells on the Site. No water sample was collected as part of this <br />investigation. <br />Soil Profile and Geologic Information <br />The Site is depicted on the Geologic map of the San Francisco -San Jose quadrangle, <br />California (Wagner et. al, 1991). The Site is depicted within a map unit of the Modesto <br />formation (Plate 9). <br />The surface and near surface soils located at the Site are reported by the USDA Web <br />Soil Survey to be composed of Jacktone clay (Plate 10) (USDA, 2020). The table below <br />presents some selected properties of this soil: <br />Table 1. Selected Properties of On -Site Soils (USDA, 1992) <br />Soil Name <br />Depth <br />Unified Soil <br />Salinity <br />Soil <br />Perme- <br />Septic tank <br />and Map <br />(in) <br />Classification <br />mmhos/cm <br />Reaction <br />ability <br />absorption <br />Symbol <br />pH <br />(in/hr) <br />fields <br />Jacktone <br />0-22 <br />Clay; CL, CH <br /><2 <br />6.6-8.4 <br />0.06-0.2 <br />Severe: <br />clay, 0-2% <br />22-34 <br />Clay loam, clay, silty <br /><2 <br />7.9-9.0 <br />0.06-0.2 <br />cemented <br />slopes, <br />clay; CL, CH <br />pan, peres <br />180 <br />34-37 <br />Indurated <br />--- <br />--- <br />--- <br />slowly <br />37-46 <br />Loam, clay loam; CL- <br /><2 <br />7.9-9.0 <br />0.2-0.6 <br />ML, CL <br />46-60 <br />Cemented <br />--- <br />--- <br />--- <br />Note: The table descriptions do not necessarily reflect site-specific soil properties. See description of the map unit for <br />composition and behavior characteristics of the map unit. <br />Soil Borings <br />On January 19, 2022, Live Oak excavated a shallow boring near the proposed septic <br />disposal area of the Site for the purpose of conducting a percolation test. The boring <br />was four inches in diameter, 3.44 feet deep, and was excavated by hand auger (Table <br />2). <br />LOGE 2201 Page 5 <br />
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